yunussacikk
New Member
hello Is it a correct practice to enter the wall loads as the covering load on the floor. Sometimes I see that it is entered as a live load.
When we define the wall load as a live load, our load decreases a lot because it is multiplied by 0.3, this seems troublesome to me."NYILMAZ":26u1rtn1" said:Regulations say that you should increase the live load. If the wall does not carry beams, I think there is such an inference based on the logic that its location can be changed. No, if the floor is fixed, it will be linear instead of increasing the fixed load. load usage would be more accurate.
What is the weight of 8.5 m2 including brick wall plaster?"unver":35fl30th" said:Hi In the past, if there is a wall on the floor, we used to increase the dead load by 150kg/m2 and take the wall loads into account. Now, we define the wall load as linear load in the program, which is more precise and accurate. Ünver ÖZCAN
"im furkan":cketil1o" said:I get the wall load for 2.8 m height, 375 kgf/m2 for inner walls, 525 kgg/m2 for outer walls, do you think it's correct? ?